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Home My WebLink About3285-10TYPICAL iREINFORCEMENT DETAILS y SIDE AND END I WALL STEEL G BARS MAX. In N 1150 mm IS-) 15M O 250 mm (N O 101 2.4 m ($9 200 mm {8.1 ISM O 150 mm 04 O 61) 3.5 In 0211250 -------- c FOR V33.5 In (121) SEE PROJECT PLANS RE` "96 SHEET 1 OF 6 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION mm ( ' 3.3 ) (3-51 ) t3.3') 14.5 t4.5•I t5. T S) (3,5•/ (4.5' (3.5*) ) I 6 BARS (4 5 ) G BARS mm (2'i CL. p 90 mm 9O 1Y11n 90 mm J 90 mm 90 mm n5 tlxm 115 mm 140 Q O N N - 'e J G BARS t3.51 (3.5'7 14.3') 14.3•) (5,5') 0 >n I3.S•) (4-5•) 14.3') TYPICAL iREINFORCEMENT DETAILS y SIDE AND END I WALL STEEL G BARS MAX. 1.2 m 141 1150 mm IS-) 15M O 250 mm (N O 101 2.4 m ($9 200 mm {8.1 ISM O 150 mm 04 O 61) 3.5 In 0211250 mm (10')l 15M O 150 mm (05 O 61 FOR V33.5 In (121) SEE PROJECT PLANS IN REINFORCEMENT GRATING GA�CH @AS NOTES 1. UNLESS OTHERWISE SPECIFIED. REINFORCEMENT FOR CURB OPENING AND GRATING CATCHS 13ASIN SHALL TERMINATE 50 mm (2') FROM FACE OF CONCRETE. I 2. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES, IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT SUBSTITUTED R SIZES IN ENGLISH NIT U S MAY BE REINFORCING ISA S FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 3Q9 -1 CATCH BASIN REINFORCEMENT STAMETRCLAH SHEET 2 OF 2 PROTECTION BAR AND SUPPORT BOLT(S) WITH ADJUSTABLE STIRRUP(S) (TYPE A) END ANCHOR WITH SUPPORT BOLT WITH 20 mm (3/41) DIA: P PROTECTION BAR ADJUSTABLE STIRRUP 0 COUPLING AND SET D U SCREW FACE PLATE (TYPICAL) END ANCHOR , DOWNSTREAM END OF BASIN ELEVATION STANDARD FLATTEN ANCHOR END TO PREVENT TURNING 20 mm (3/4) DRILL AND TAP HOLE AND INSTALL ...-�- STEEL PIPE 10 mm(3/81- NC X 13 mm(1/29) SOC- KET SET SCREW WITH 5 mm (3/161) p ,. £CESSED HEX. MOLE � >r �•�;, if 50 (2•) tz•) mm yl < ` ` e , �n a \ w a 130 mm 130 mm DRILL / 13 mm (1/21 HOLE, PROTECTION BAR 6 mm (1/4') DEEP STD. 20 mm (3/41) STEEL COUPLING TO FIT SNUG OVER ENTIRE LENGTH (20 mm (3/4•) NPS THREAD) END AN OR DETAIL • DOUBLE PROTECTION BAR DETAIL J G.6 mm• '^a to � �� •, I I � „ E t W vtJ n \--SU PORT °p BOLT t mm (1/81 vttt r_(F1_/4_')_1 RAD. (TYP.) PROTE[TION 01 BAR I •/ 13 mm II/21 DIA. ADJUSTABLE 11t STIRRUP 10 mm , qt r r t c: wen Zo 10 1t1N1 DRILL AND TAP HOLE AND INSTALL •' 10 mm(3/8•)- NC X 13 mm(I/2•) SOCKET / SET SCREW WITH 5 mm (3/161) le .•., a . RECESSED HEX. HOLE STIRRUP DETAIL m PROTECTION CTION BAR & STIRRUP LOCATION 14 1 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAFTER STANDARD PLAN METRIC CATCH BASIN FACE PLATE ASSEMBLY AND 310-1 PROTECTION BAR SHEET 4OF8 Q O Iz0 oc DIAL TWO WORKING BEFORE DAYS BEFORE I YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT l � SUPPORT BOLTAND FACE PLATE (120 mm (4 1/2") TOP SLAB) CURB LINE 180 mm (7') 3-15M 041 BARS X (W + 150 nwii ) 3 IN ADDITION TO REINFORCING mm (1/41 RADIUS 30 mm STEEL PER APPLICABLE CATCH 8 mm x 254 11Nn , r$¢ E BASIN STANDARD PLAN (I 1/4 I (3/16 1 JO) E ► r FACE PLAT mm T £ 0 N •o- "p. e Y C • \ �o k 1,I j sa•.:.. a,e0� - s a , • 'a' -20 01/161 uj • W r •' - d' RADIUS c .axs ,-�.,--�+-.•-..e..,..- m 30 mFlt ' c 1 U Ifo 1 HEX. NUTS 30 mm (i 1!8'1 co 5 mm (1/41) HOLE IN PLATE Vj RADIUS ` 10 11 (3/84 DIAMETER COUNTERSINK -25 mm till C.C. ON SUPPORT BOLT FOR SET SCREW, NONE REOVIRED FOR ? CURB FACE LESS THAN 180 mrn (71). THREE REQUIRED FOR 180 mm (71) CURB FACE. ADD ONE COUNTERSINK FOR ` EACH 25 mm (11 OF CURB FACE GREATER THAN 180 mm (r). a' •. 25 mm (i') SUPPORT BOLT •: c a LENGTH-C.F. PLUS 150 mm (6•) a Q . • .'• 4AvI81 FOR CURB BATTER LESS THAN 2:12 " •9` FOR CURB BATTER 2A2 THRU 4.12 •AS SHOWN ON PLANS FOR ALL OTHER a'• :.` CURB BATTER 1 'T SECTION OPENING FOR CONC. PLACEMENT ITYP.) B mm X 254 mm LOCATE WELDS IN (5/16' X toll LONGER SPAN INTERIOR FACE OF CATCHSEGMENT BASIN END WALL 8 mm X 254 mm FACE PLATE (5/16' X 10.) ti14) 5012) -- .t--- -•- FACE PLATE 20 mm (314.) DIA. mm HOLE {TYP.) ,."" :•^f., =50(2) 20mmt3 _ N / ` / 0 41 0 ^ 4J a - 4 " _ �- 50 ARI 8 mmm `XI i!2•HOLES 5/8 0I CARRIAGE TkMEXAND UTS n T �i15 0 •_•"2- Q:�4 (12) 1.02' � - - N >r aoi ri Er.- ANCHOR-/"- I M - I6t5' 11Mn X 10 flMn X 0 Rn 30 •ei 6 1M S012I END ANCHOR (TYP.) t2'1 <2') U/4) 200 mm t6 X3/8•X8`1 SPLICE PLATE t2• I t4•ym t4`I t2.1 ANCHOR JOINT END DETAIL SPLICE DETAIL AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER «� CATCH BASIN FACE PLATE ASSEMBLY STAMETRCLAH pi WORKS STANWIDS Pic.. GREEENSOCKCIDUUMM AND PROTECTION BAR 310-1 tae. 90 mm 90 mm NS mm RE` "96 SHEET 1 OF 6 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PROTECTION BAR AND SUPPORT BOLT(S) WITH FIXED STIRRUNS) (TYPE B) SUPPORT BOLT AND 20 mm (3/41) DIA. PROTECTION FIXED STIRRUP (TYP.) 13 man (1/2'I PIPE BAR (2 SECTIONS MIN.) THREADED COUPLING (NPT) EACH END (13 mmtt/2`) NPT) 13 mm (1/2') FACE PLATE 13 -tram (I/2•) PIPE CAP PIPE CAP (NPT) EYE BOLT EYE BOLT PIPT ) tl I! Ii�I :lilt 1 1 ELEVATION F FACE PLATE FACE PLATE 1 EYE BOLT DETAIL AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER - REV. STANDARD PLAN METRIC 310-1 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR SHEET 5OF6 SUPPORT BOLT AND FACE PLATE (I50mm (60) TOP SLAB) CURB LINE 270 mm (10 1/29) 3-15M (•4) BARS X (W + ISO friii ) t50 Im i6•} IN ADDITION TO REINFORCING, 8 mm x 348 mm 3 mets U/4') STEEL PER APPLICABLE CATCH 8 mm x 13 it/16') (( 1/4•) RADIUS r � BASIN STANDARD PLAN FACE PLATE mm 1a N u. w' S ACE U O B IDENTICAL I ING NTI N t1E CALITH ADJOINING'/ W E yl `�. " e,. a' • , / SPEC AL { SIDE K AS SHOyiM t» - •: ` •' o . ! •+! S ON PLANS / 1 1D' h •• , . e 1C 'a i W r65*301, Q •s •i, y0 W 20 IU 01/161 •a ~p ! - e is a. e £ Y RADIUSt- +Y'• a• a a • • p •* E a.s lot cc 2 tJ30 mm (1 1/8` r p a = p ME` / HOLE IN PLATE L_30 mm r-01/41) ' ml rl s f r ; .,,, r• , . , + ,., NOTE. a... e. FOR DETAILS NOT SHOWN, SEE FACE' is PLATE (120 sans (4 1/21 TOP SLAB) SHEET I. r r OPENING FOR CONC. SECTION PLACEMENT (TYP.) LOCATE WELDS IN 8 mm X 348 mm LONGER SPAN INTERIOR FACE OF CATCH (5/16` X 13 11/160) SEGMENT BASIN END WALL8 mm X 348 mm FACE PLATE ) FACEIPX 13 LATEIIl16`) ` 20 mm (3/41 DIA. x.' E 00 mm HOLE (TYP.) _ 1 �N �. sQmm 0 12.1 er 20 mlrxt3l4')E 23 nrn( N I• I SQUARE HOLES 16 MMX38 v 25 tnn(t t5/8.Xl 131/2• 8141 T- •m ( CBOLTS AND ARRIAGE t 23 mm(t (3 I E M HEX. NUTS 2S mmU" E r 1 _ %--'END ANCHOR ITYP,) END DETAIL tft 0 L2•) M , ANCHOR 50 "ISO m anti p( mm X 10 mm x (2') I t2•) (1/4) mm (8'X3/8'X81O 1 awn 0 ICE PLATE 12•I (41t41 1 Ir) JOINT SPLICE DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 1�0R 310 - '! CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR SHEET Z OF 6 NTS GENERAL " t. ALL PARTS SHALL BE STEEL. EXCEPT SETSCREWS.WHICH SHALL BE STAINLESS STEEL OR. BRASS. 2. EXCLUDING SET SCREWS. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION.. 3. CURB FACE SHALL BE AS NOTED ON THE PROJECT PLANS. 4. CURB BATTER T HA 3.12 UNLESS OTHERWISE SPECIFIED. SHALL BE S. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE US'ED. ALL VALUES USED FOR CONSTRUCTION SHALL BE, METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. FACE PLATE 6. FACE PLATE LENGTHS SHALL BE CATCH BASIN W PLUS 300 mm (121) EXCEPT AS MODIFIED FOR A 'CURB OPENING CATCH BASIN AT DRIVEWAY*. 7. WHEN THE LENGTH OF THE FACE PLATE IS BETWEEN 6.5 In (229 AND 13 m (43'). TWO SEC- TIONS MAY BE USED. WHEN THE LENGTH EXCEEDS 13 m (431, THREE SECTIONS MAY BE USED.. SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL. SPLICE SHALL BE PLACED 300 mm (I•) FROM A SUPPORT BOLT. 8 WHERE CATCH BASINS ARE TOBE Q N CURVES THEMAXIMUMCH R0 LENGTH FOR THE FACE PLATE SHALL BE SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE TRUE CURVE SHALL NOT EXCEED 25 mm (11). WHERE MORE THAN ONE CHORD IS REQUIRED. CHORD LENGTHS SHALL BE EQUAL, CHORD SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLI- CABLE SPLICE DETAIL (MODIFIED TO FIT THE CHORD DEFLECTION) AND A SUPPORT BOLT SHALL BE PLACED 300 fish U') FROM THE SPLICE. 9. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H -4F SHEAR CONNECTOR. KSN WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL. SUPPORT BOLT 10, SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING IS 2 m (T) OR GREATER. AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SMALL NOT BE LESS THAN I to (3`-6') ON CENTER NOR GREATER THAN 1.5 In (51 ON CENTER. STIRRUP 11. FOR TYPE A. MATERIAL SHALL BE CAST STEEL. PROTECTION BAR 12. TYPE A SHALL 3E USED UNLESS OTHERWISE SPECIFIED. 13. FOR TYPE A. THE BAR SHALL BE CUT TO FIT IN THE FIELD. WHEN •W' IS OVER 6 m (219. THE PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEEN THE PROTECTION BAR PIECES SHALL CONSIST OF A 125 mm (51 LENGTH OF STANDARD 20 mm (3/4') PIPE WITH STANDARD COUPLINGS FULLY THREADED ONTO EACH END DRILLED AND TAPPED FOR A SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM END ANCHOR, 14. FOR TYPE B. THE BAR SHALL BE TWO PIECES. TWO EYE BOLTS AND A WELDED STIRRUP ON EACH SUPPORT BOLT ARE REQUIRED. 15. NUMBER OF PROTECTION BARS AND LOCATION(S) ARE AS FOLLOWS. MAXIMUM CURB FACE 1$0 no 175 mm 200 mm 225 mm 250mm 275 earn 00 am 325 mm 350 375 400 425 451) an (611 t7•) 111 (9') (10') d1') 12•) 131 (14•) (15•)(16•) 0r) (18'1 0 t 2` 3` NUMBER OF PROTECTION BAR FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS r TYPE A PROTECTION BAR ONLY S OCIATION -'SOUTHERN CALIFORNIA CHAPTERj AMERICAN PUBLIC WORKS A S SQ 0� 12 ' 0 0 90 mm 40 mm 90 mm 11'3 mm ii5 mm 14O 90 mm 90 mm NS mm 113 mm tl5 mm ( ' 3.3 ) (3-51 ) t3.3') 14.5 t4.5•I t5. T S) (3,5•/ (4.5' (3.5*) ) t4.51 (4 5 ) is t2 0 p 90 mm 9O 1Y11n 90 mm 11"3 an lis "m 14aw 0 90 mm 90 mm n5 tlxm 115 mm 140 Q O N N - 'e (3,391 t3.51 (3.5'7 14.3') 14.3•) (5,5') {3.3•) I3.S•) (4-5•) 14.3') 15.5.1 O �p m 2.12 0 0 90 mm 90 mm 115 mm 115 an 140 mn 90 mm mm 113 115 mm 140 mm 140 Z Mx (3.51 {3:31 (4.5'1 (14.59) 15.5') (3.59) 10.51 14.51 {4 3•I (5.51 15.51 t 0 mm--p-----<TYPICAL to 0:3:12 0 0 90 mm 90 Rant 113 mm IIS am 140 90 ami 115 mm ' 115 mm 140 m 140 115 am A (3.5'1 13.5•) (4.5') t4.3'I (S,5') (1Y) (4,5') (4.51 {5.51 (5.5.1 (4,51 90 mm 94 mm ll5 MM mm 140 90 mm 90 mm 219 mm 115 mm 140 IIS mm A5 am 4=12 0 (3.5') 13.5') (4.5•) {4,5'1 (5.511 (3.s•) (3.51) {4.3`) {4.5.1 (5.5•) 14.5') 14.5') 0 t 2` 3` NUMBER OF PROTECTION BAR FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS r TYPE A PROTECTION BAR ONLY S OCIATION -'SOUTHERN CALIFORNIA CHAPTERj AMERICAN PUBLIC WORKS A S SQ STANDARD PUN METRIC 310-1 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR SHEET 0OF6 p` p • ,w0 a • ,a•q •a f3s o � �. :c e;•�Y p : rs �8. 43 mm (112`)Qy X 200 mm 18.) STEEL ANCHORS, 3T5 mm (!3') .C. MAX. ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN ROUND HEAD ANCHOR -'120 mm (4 112') TOP SLAB N M 200 inm (81 :p 6 to Nov 13 mm (1/210 STEL ANCHORS,! 220 ' (3/Se • • .. 325 mm 1211) O.C. MAXIMUM @ ri? 1 a:.o:o''A , ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN J3 HOOK ANCHOR - 150mm (68) TOP SLAB STANDARD PLAN METRIC 310-1 SHEET30FO , 45 "m6-13 rtnu645 mmt6-112•x25 3/84 STEEL RODS. I NUT AND STANDARD WASHER ON EACH END SO 11 3141 ! THAT SPACES BETWEEN OUTSIDE BARS AND FRAME ARE EQUAL 16,5 "W,15/e'3 EACH SIDE, 89 Ilan AFTER ASSEIii iLY, PEEN THREADS TO HOLO 75 „u A„ r - y NUTS T1G1iT , =,- 38 R+Rt N ( i (3 I,2•I N M1Ih _ n.. - I t I/T) T O a L 8 m- in 1 r,N N I M n b t 'ALL 4 O 5 mm 64 mm "CORNERS -� L 89 mmx75 ..10 ..1026 mmtTYP.I (3/161) (2 1/2•) A (L3 I/2•x3':3/8'x40 3181ITYP.) ",_ 13 Rmx2Q0 mm (1/2'41 BOLTS PLAN WITH NUTS AT CORNERS OF BASIN ' -' 1051 Rrnt41 3/89 SECTION A -A 1026 nwr /8' 19 Rm, 32 mm INTERIOR 1i' 350 mm t3I#•I, I 111 .j SPACERS In U3 3/4-)(TYP,) IF-7 PIP 13 rinm(112) E 20-12.7 "x" mmxt0r6 mm STANDARD v 5 • 4 AR N U 1x3 t/a x 0) BARS E O to 13')-•'" °` #11 SPACERS INTERIOR SPACERS. SECTION B -B 41 ni-- 19 mm 6C g St8')' 116 m(m3/4•) in aIBMr� - T �o�i 32 mm J (5 6411 PLAN o mm TYP. BOLTS { ) I r --- END SPACERS N 127x28 1 {M 548.9) L ELEVATION CENTER SUPPORT ASSEMBLY SECTION C -C I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PROMMOATED BY THE R METRIC FRAME AND GRATING FOR PlRiLCR AES C.. „� CATCH BASINS 311-2 REV. iM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2 REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL T0D1A® A SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ��L 4 W • DRAWN BY SCALE: 3 . 9 `� R.C.E. 43179 EXP 3-31-04 TMC STO R M D RAIN PLAN AS SHOWN No4317 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. o3-3i-oa * DESIGNED BY:DATE. IC CIVIL SS 5-31-02 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9TFOF CAL�EO� bate CHECKED BY: DRAWING NO.: STANDARDS IN EFFECT. 3285 1 CITY ENGINEER R.C.E. 51152 4�A FACE PLATE ANCHORS 1 0 TY PICAL 200 mm (81) 6 a - • a •a • O N N - 'e 40 3 O �p i Mx 13 im {1/29)4} STEEL ANCHORS, 525 mm {211O.C. MAX. ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN HOOK ANCHOR - 120 mm t4 1/2•? TOP SLAB t 0 mm--p-----<TYPICAL p` p • ,w0 a • ,a•q •a f3s o � �. :c e;•�Y p : rs �8. 43 mm (112`)Qy X 200 mm 18.) STEEL ANCHORS, 3T5 mm (!3') .C. MAX. ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN ROUND HEAD ANCHOR -'120 mm (4 112') TOP SLAB N M 200 inm (81 :p 6 to Nov 13 mm (1/210 STEL ANCHORS,! 220 ' (3/Se • • .. 325 mm 1211) O.C. MAXIMUM @ ri? 1 a:.o:o''A , ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN J3 HOOK ANCHOR - 150mm (68) TOP SLAB STANDARD PLAN METRIC 310-1 SHEET30FO , 45 "m6-13 rtnu645 mmt6-112•x25 3/84 STEEL RODS. I NUT AND STANDARD WASHER ON EACH END SO 11 3141 ! THAT SPACES BETWEEN OUTSIDE BARS AND FRAME ARE EQUAL 16,5 "W,15/e'3 EACH SIDE, 89 Ilan AFTER ASSEIii iLY, PEEN THREADS TO HOLO 75 „u A„ r - y NUTS T1G1iT , =,- 38 R+Rt N ( i (3 I,2•I N M1Ih _ n.. - I t I/T) T O a L 8 m- in 1 r,N N I M n b t 'ALL 4 O 5 mm 64 mm "CORNERS -� L 89 mmx75 ..10 ..1026 mmtTYP.I (3/161) (2 1/2•) A (L3 I/2•x3':3/8'x40 3181ITYP.) ",_ 13 Rmx2Q0 mm (1/2'41 BOLTS PLAN WITH NUTS AT CORNERS OF BASIN ' -' 1051 Rrnt41 3/89 SECTION A -A 1026 nwr /8' 19 Rm, 32 mm INTERIOR 1i' 350 mm t3I#•I, I 111 .j SPACERS In U3 3/4-)(TYP,) IF-7 PIP 13 rinm(112) E 20-12.7 "x" mmxt0r6 mm STANDARD v 5 • 4 AR N U 1x3 t/a x 0) BARS E O to 13')-•'" °` #11 SPACERS INTERIOR SPACERS. SECTION B -B 41 ni-- 19 mm 6C g St8')' 116 m(m3/4•) in aIBMr� - T �o�i 32 mm J (5 6411 PLAN o mm TYP. BOLTS { ) I r --- END SPACERS N 127x28 1 {M 548.9) L ELEVATION CENTER SUPPORT ASSEMBLY SECTION C -C I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PROMMOATED BY THE R METRIC FRAME AND GRATING FOR PlRiLCR AES C.. „� CATCH BASINS 311-2 REV. iM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2 REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL T0D1A® A SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ��L 4 W • DRAWN BY SCALE: 3 . 9 `� R.C.E. 43179 EXP 3-31-04 TMC STO R M D RAIN PLAN AS SHOWN No4317 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. o3-3i-oa * DESIGNED BY:DATE. IC CIVIL SS 5-31-02 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9TFOF CAL�EO� bate CHECKED BY: DRAWING NO.: STANDARDS IN EFFECT. 3285 1 CITY ENGINEER R.C.E. 51152 4�A